Amendment 0001 (SAM)-09-14-22.pdf

W912P822B0071

ED 22-036

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The subject solicitation for Calcasieu River and Pass, LA, Maintenance Dredging FY22, Mile 6.0 to Mile 17.0, Calcasieu and Cameron Parishes, LA is hereby amended as follow s:

1.) Provides Government responses to bidders questions and revisions on the attached continuation pages.

2.) Provides Schedule Calculation and Evaluation Criteria Addendum w hich explains the aw ard determination of the bid schedule alternatives. Only questions in reference to the selection criteria addendum w ill be addressed until Friday, September 16, 2022, no later than 10:00AM (local time).

3.) Provides revisions to the solicitation as stated on the follow ing continuation pages.

The bid submission deadline of 23 September 2022, 10:00AM, local time, as w ell as the virtual bid opening date and time of 23 September 2022, 11:00AM, local time, remains unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 36

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 14-Sep-2022

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912P822B0071

X 9B. DATED (SEE ITEM 11)

24-Aug-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

14-Sep-2022

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - SF 30 CONTINUATION

The following have been added by full text:

AM 0001

Bidder Questions and Government Responses:

Question 1: Subsection 3.3.1. This section states that “The Contractor shall make every effort to maximize the use of each CDF prior to the use of an additional CDF”;

however, there is no maximum fill elevation specified in the contract for the Confined Disposal Facilities. Could you please clarify if there is a maximum fill elevation for the available CDF’s: 12B, 13, 15, 17, 22, E, H, M

Answer 1: There is a minimum requirement for construction of the CDF dikes, in addition the Contractor is required to submit a disposal plan. It is the Contractor’s responsibility to choose the array of CDFs to be used with desire to maximize fill based on size of plant and anticipated production rates. No specific elevation to determine maximum fill is included or will be added. Contractor’s mean and methods, including selection of CDFs, is unique per contractor.

Question 2: Note 2 in the four Bid Schedules states that the Bid Schedule will be selected based on the total base and optional work for each of the Bid Schedules. Does the Government anticipate awarding the Bid Schedule with the lowest price/how will the final Bid Schedule be selected?

Answer 2: Per Note 1 on the Bidding schedules, the low bidder for each Bid Schedule will be made based on the Total Base Work + Total Optional Work price for column “Estimated Amount” on each Bid. The day of bid opening, the apparent low bidder for each schedule will be identified. Only the apparent low bid for each of the three bid schedules will be considered for award. The final Selection of Bid Schedule will be determined the by funding constraints for both Long Point Bayou and BUDMAT as prescribed on the attached Schedule Calculation and Evaluation Criteria Addendum.

Question 3: While working on calculating quantities, I noticed a large discrepancy between the yardage we are calculating and the advertised yardage on the bid form.

The cross sections on the drawings were derived from surveys from April 2022.

According to mvn.usace.army.mil, surveys were performed in the Calcasieu ship channel in July 2022. These surveys show more shoaling in the channel than the cross sections provided in the drawings. Were these July 2022 surveys used to calculate the advertised quantities on the bid form, or do the advertised bid form quantities include anticipated shoaling? If the July 2022 surveys were used to calculate the advertised bid quantities, will you please provide cross sections from the most recent July 2022 surveys? Please call me if you need more clarification.

Answer 3: Current amendment includes revisions to dredging quantities on the bid schedule which considers the July 2022 surveys and anticipated shoaling.

SECTION 00010

Bidding Schedules. Delete all Bidding Schedules in their entirety and substitute the attached revised Bidding Schedules therefore.

SECTION 000700

Page 51/356, clause 52.211-10 COMMENCEMENT, PROSECUTION, AND

COMPLETION

OF WORK. Delete this clause in its entirety and substitute the following therefore:

“52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than .**.

(End of Clause)

NOTE 1: The term “work” referenced in subparagraph (a) above includes tasks such as submission of submittals, performance of preliminary and/or BD surveys, disposal surveys, dike construction, and does not have to be dredging.

NOTE 2: The Base Work duration provided in subparagraph (c) above applies to Bid Schedule 1. Actual duration will be determined based on the Bid Schedule awarded.

**NOTE 3: Durations for the applicable Bid Schedule are as follows: Bid Schedule 1: 305 calendar days Bid Schedule 2: 285 calendar days Bid Schedule 3: 295 calendar days

NOTE 4: If the Government exercises the Optional Work for dredging at Devil’s Elbow, this Optional Work will occur a minimum of 80 calendar days before completion of the Base Work.”

SECTION 01100

1. Page 13, paragraph 13. Delete this paragraph in its entirety and substitute the following therefore:

“13. VECTOR CONTROL

For the purpose of vector control, the Contractor shall drain the disposal area(s) so as not to allow the ponding of water after final use of the area. The Contractor shall not allow drain water to enter private property. The Contractor shall take any action(s) necessary, to include ditching or harrowing. Interior drainage ditches shall be cleaned prior to demobilization to assure free flow of water for proper drainage. Breaching of either existing interior or exterior dikes, to ensure that disposal areas do not become mosquito breeding areas is prohibited. Cost incurred for vector control in the designated disposal areas shall be included in the applicable contract unit price per cubic yard for “Dredging – Mile 15.2 to Mile 17.0”, “Dredging Long Point Bayou Site – Mile 9.0 to 15.2”, when Bid Schedule 1 or 2 is selected, “Dredging – Mile

9.0 to Mile 15.2”, when Bid Schedule 3 is selected, “Dredging – Devil’s Elbow”, “Dredging BUDMAT Site – Mile 6.0 to Mile 9.0 – OW”, if Optional Work is exercised and Bid Schedule 1 is selected, or “Dredging – Mile 6.0 to Mile 9.0 – OW”, if Optional Work is exercised and Bid Schedule 2 or 3 is selected.”

2. Page 20, paragraph 26, NOTE. Delete this NOTE in its entirety and substitute the following therefore:

NOTE: Time extensions for unusually severe weather will only be considered for ditching and draining line items on the awarded Bid Schedule. Bid Items to be considered are as follows:

Bid Schedule 1: bid items 21 through 30 Bid Schedule 2: bid items 20 through 29 Bid Schedule 3: bid items 19 through 27”

SECTION 02 21 10.00 12

1. Page 3, paragraphs 1.2.3 and 1.2.4. Delete these paragraphs in their entirety and

“1.2.3 BUDMAT Surveys

No measurement or payment will be made for the beneficial use disposal area surveys, including the required retention dike/weir surveys, required by this section.

The cost of the disposal area surveys covered under this section shall be included in the contract unit price per linear foot for “BUDMAT Weir Construction – OW”, if Optional Work is exercised and Bid Schedule 1 is selected.

1.2.4 Long Point Bayou Surveys

No separate measurement or payment will be made for the beneficial use disposal area surveys, retention dike surveys, and grade stakes. The cost of the disposal area surveys, retention dike surveys, and grade stakes, covered under this section, shall be included in the contract unit price for per linear foot for "LPB - Dike Construction", if Bid Schedule 1 or Bid Schedule 2 is selected.”

2. Page 4, paragraph 1.4, subitem SD-02 Shop Drawings. Delete this subitem in its entirety and substitute the following therefore:

SD-02 Shop Drawings

Preliminary Field Surveys; G, EDC

Prior to taking any original cross-sections, the Contractor shall run a preliminary electronically controlled field survey of the base dredging reach. (See paragraph "Preliminary Field Surveys")

Before and After Dredging Cross Sections; G, CD

Before and after dredging cross sections of the Calcasieu Ship channel shall be taken and submitted. (See paragraph "Before and After Dredging Cross Sections")

CDF Surveys; G, EDC

See paragraph "CDF Disposal Area Surveys"

If Bid Schedule 1 or Bid Schedule 2 is selected the following are required for Long Point Bayou (See paragraph "Long Point Bayou Disposal Area Surveys":

Long Point Bayou, Before Disposal Area Surveys; G, EDC Long Point Bayou, After Disposal Area Surveys; G, EDC

Long Point Bayou, Pre-Construction Surveys - Earthen Containment Dikes

Long Point Bayou, After Construction Surveys - Earthen Containment Dikes

If Bid Schedule 1 is selected, the following are required for BUDMAT (See paragraph "BUDMAT Disposal Area Surveys":

BUDMAT, Before Disposal Area Surveys; G, EDC BUDMAT, After Disposal Area Surveys; G, EDC

3. Page 9, paragraph 3.1.3. Delete this paragraph in its entirety and substitute the

“3.1.3 Preliminary Field Surveys

Prior to taking any original cross-sections, the Contractor shall run an electronically controlled preliminary field survey(s) for dredging reach: Mile 6.0 to 17, locating the positions of the day markers, buoys, structures, and all pipeline signs within the limits of the work. The Contractor shall also run preliminary field survey(s) (if Optional Work is exercised) for the applicable dredging reach or reaches. In addition, controlled cross sections of the channel, a minimum 600 feet in width, shall be taken approximately every 1,000-feet along channel centerline. A preliminary surveys of Devil’s Elbow reach shall also be run meeting the above survey requirements.

These surveys shall be performed in accordance with the following specifications.

The data from the survey shall be plotted on a layout sheet (Track Plotter Chart) showing the ranges plotted in Plan View, along with the utility and pipeline markers, day marker and buoy locations, gages and any other structures within the limits of each reach channel awarded to be dredged. All cross sections shall also be plotted with the theoretical dredging template superimposed upon the cross sections. The survey data shall be submitted to the Contracting Officer for review. The Contractor shall allow five (5) calendar days for determination/verification of the final channel alignment by the Contracting Officer. The Contractor shall not proceed with any dredging work until the Contracting Officer determines/verifies the final channel alignment and furnishes this information to the Contractor. Day markers, buoys, structures, and pipeline sign locations surveyed in this preliminary survey effort, shall be included in the required contract "As-Built" drawings, and also submitted in ASCII format. The preliminary field surveys and all ASCII Data files shall be forwarded immediately upon completion of each survey to mvn-cd-q-testresults@usace.army.mil <mailto:mvn-cd-q-testresults@usace.army.mil> and to CEMVN- EDC, Attn: Julio Vidal Salcedo.”

SECTION 35 20 23.00 12

1. Page 3, paragraph 1.1. Delete this paragraph in its entirety and substitute the

“1.1 SCOPE

The work provided for herein consists of furnishing all plant, labor, materials, equipment and performing all dredging operations necessary for the removal of all materials to the required dimensions as shown on the contract drawings, satisfactory disposal thereof utilizing allowable access corridors and staging areas, construction/maintenance of retention dikes and weirs, and all operations incidental thereto. The work will include dredging of Devil’s Elbow.”

2. Page 5, paragraphs 1.3.1 and 1.3.2. Delete these paragraphs in their entirety and

“1.3.1 Dredging - Confined Disposal Facilities (CDF)

Payment for dredging, where CDF disposal is used, will be made at the applicable contract unit price per cubic yard for "Dredging - Mile 15.2 to Mile 17.0", "Dredging - Mile 9.0 to Mile 15.2" (when Bid Schedule 3 is selected), "Dredging - Devil's Elbow", or “Dredging – Mile 6.0 to Mile 9.0 – OW, if Optional Work is exercised (when Bid Schedule 2 or Bid Schedule 3 is selected. Price and payment shall constitute full compensation for furnishing/maintaining all plant, labor, and materials; performing all work for channel surveying, including any additional soundings that may be directed; clearing, ditching as required, excavation, disposal of materials; furnishing diesel powered crewboat fully operated, furnishing of an aluminum skiff fully operated, pollution control, furnishing and maintaining radio and telephone communications equipment, vector control, water quality testing, turbidity testing/suspended solid testing; and all operations incidental thereto.

1.3.2 Dredging - Long Point Bayou Disposal

Payment for dredging where Long Point Bayou disposal is used will be made at the contract unit price per cubic yard for "Dredging Long Point Bayou Site - Mile 9.0 to Mile 15.2", when Bid Schedule 1 or Bid Schedule 2 is selected. Price and payment shall constitute full compensation for furnishing/maintaining all plant, labor, and materials; performing all work for channel surveying, including any additional soundings that may be directed; clearing, excavation, disposal of materials;

furnishing diesel powered crewboat fully operated, furnishing of an aluminum skiff fully operated, furnishing of an airboat; pollution control, furnishing and maintaining radio and telephone communications equipment, pipeline route preparation, and all operations incidental thereto.”

3. Page 6, paragraphs 1.3.3, 1.3.4, 1.3.5, 1.3.6, and 1.3.7. Delete these paragraphs in their entirety and substitute the following therefore:

“1.3.3 Dredging - BUDMAT Disposal

Payment for dredging where BUDMAT disposal is used will be made at the contract unit price per cubic yard for “Dredging BUDMAT Site – Mile 6.0 to Mile 9.0 - OW”, if Optional Work is exercised, when Bid Schedule 1 is selected. Price and payment shall constitute full compensation for furnishing/maintaining all plant, labor, and materials; performing all work for channel surveying, including any additional soundings that may be directed; clearing, excavation, disposal of materials; furnishing diesel powered crewboat fully operated, furnishing of an aluminum skiff fully operated, furnishing of an airboat; pollution control, furnishing and maintaining radio and telephone communications equipment, pipeline route preparation, and all operations incidental thereto.

1.3.4 CDF Dike Construction

Payment for CDF dike construction will be made at the applicable contract job price for "Dike Construction - CDF 12B", "Dike Construction - CDF 13", "Dike Construction - CDF 15", "Dike Construction - CDF 17", "Dike Construction - CDF 22", "Dike Construction - CDF E", "Dike Construction - CDF H", "Dike Construction - CDF M", or “Dike Construction – Mile

6.0 to Mile 9.0 – OW”, if Optional Work is exercised (when Bid Schedule 2 or Bid Schedule 3 is selected). Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and performing all work for construction and maintenance of the retaining dikes; clearing, construction/maintenance/operation of existing disposal area spill boxes and effluent discharge; dike and CDF surveys; and all operations incidental thereto. The Government will only pay for disposal areas that the Contractor uses and submits in the Disposal Plan.

1.3.5 Long Point Bayou Dike Construction

Payment for Long Point Bayou dike construction will be made at the contract unit price per linear foot for "LPB - Dike Construction", when Bid Schedule 1 or Bid Schedule 2 is selected. Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and performing all work for construction and maintenance of the Long Point Bayou disposal area dikes; clearing, dike and Long Point Bayou disposal area surveys; and all operations incidental thereto.

1.3.6 BUDMAT Dike/Weir Construction

Payment for dike/weir construction will be made at the contract unit price per linear foot for "BUDMAT Weir Construction - OW”, if Optional Work is exercised (when Bid Schedule 1 is selected). Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and performing all work for construction and maintenance of the Sabine disposal area weirs; clearing, weir and BUDMAT disposal area surveys; and all operations incidental thereto.

1.3.7 BUDMAT Staging Areas

Payment for preparation and maintenance of BUDMAT staging areas will be made at the contract job price for "BUDMAT Staging Areas - OW", if Optional Work is exercised, (when Bid Schedule 1 is selected). Price and payment shall constitute full compensation for construction and maintenance of the staging areas, labor, materials, and all operations incidental thereto.”

4. Page 13, paragraph 3.1.1. Delete this paragraph in its entirety and substitute the

“3.1.1 Dredging Limits

The Contractor shall dredge the main River Ship Channel according to the reaches established below. The location for disposal of material will be according to the Bid Schedule awarded by the Government. The Contractor shall dredge the main channel between the lower and upper dredging limits as follows:

BID SCHEDULE 1:

Bid Schedule 1 Base Work:

Dredging - Mile 15.2 to Mile 17.0 (placement of material within CDF(s)):

Lower Dredging Limit - Station 800+00 (approx. River Mile 15.2) Upper Dredging Limit - Station 893+60 (approx. River

Mile 17.0)

Dredging Long Point Bayou Site - Mile 9.0 to Mile 15.2:

Lower Dredging Limit - Station 485+00 (approx. River Mile 9.0) Upper Dredging Limit - Station 800+00 (approx. River

Mile 15.2)

Dredging - Devil's Elbow (placement of material within CDF(s)):

Limit Of Dredging Devil's Elbow - from the intersection with the Calcasieu Ship Channel to Station 40+00

Bid Schedule 1 Optional Work:

Dredging BUDMAT Site - Mile 6.0 to Mile 9.0:

Lower Dredging Limit - Station 315+00 (approx. River Mile 6.0) Upper Dredging Limit - Station 485+00 (approx. River Mile 9.0)

Bid Schedule 2:

Bid Schedule 2 Base Work:

Lower Dredging Limit - Station 800+00 (approx. River Mile 15.2) Upper Dredging Limit - Station 893+60 (approx. River Mile 17.0)

Dredging Long Point Bayou Site - Mile 9.0 to Mile 15.2:

Lower Dredging Limit - Station 485+00 (approx. River Mile 9.0) Upper Dredging Limit - Station 800+00 (approx. River Mile 15.2)

Dredging - Devil's elbow (placement of material within CDF(s)):

Bid Schedule 2 Optional Work:

Dredging - Mile 6.0 to Mile 9.0 (placement of material within CDF(s)):

Lower Dredging Limit - Station 315+00 (approx. River Mile 6.0) Upper Dredging Limit - Station 485+00 (approx. River

Mile 9.0)

Bid Schedule 3:

Bid Schedule 3 Base Work:

Lower Dredging Limit - Station 800+00 (approx. River Mile 15.2) Upper Dredging Limit - Station 893+60 (approx. River

Mile 17.0)

Dredging - Mile 9.0 to Mile 15.2 (placement of material within CDF(s)):

Lower Dredging Limit - Station 485+00 (approx. River Mile 9.0) Upper Dredging Limit - Station 800+00 (approx. River

Mile 15.2)

Dredging - Devil's Elbow (placement of material within CDF(s)):

Bid Schedule 3 Optional Work:

Dredging - Mile 6.0 to Mile 9.0 (placement of material within CDF(s)):

Lower Dredging Limit - Station 315+00 (approx. River Mile 6.0) Upper Dredging Limit - Station 485+00 (approx. River Mile 9.0)

The dredging limits were developed from main channel hydrographic surveys available at the time of solicitation preparation and may be adjusted based on Contractor before dredging surveys.”

5. Page 17, paragraph 3.1.4. Delete this paragraph in its entirety and substitute the

“3.1.4 Order of Work

Unless otherwise directed by the Contracting Officer, dredging shall commence at Devil’s Elbow. Upon completion of Devil’s Elbow, dredging on the main channel, shall commence at Station 893+60, approximate mile 17.0. and proceed downstream.

However, the Government reserves the right to adjust the Order of Work based on channel shoaling, changes in priority, and/or or timeliness of exercising Optional Work items.”

DRAWINGS

1. Change the Solicitation No. on all drawings from “W912P822B0069” to “W912P822B0071”.

2. SHEET IDENTIFICATION Nos. G-03, C-13, C-14, and C-36. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. G-03, C-13, C-14, and C-36 therefore.

SECTION 00010 – BIDDING SCHEDULE 1

Calcasieu River and Pass, LA, Maintenance Dredging FY22, Mile 6.0 to Mile 17.0, Calcasieu and Cameron Parishes, LA

Item DESCRIPTION Estimated Quantity

Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

Aerial Photographic Documentation

1 JOB

0003 Dredging - Mile 15.2 to Mile 17.0

0003AA First 400,000 CY 400,000 CY

0003AB All Over 400,000 CY 330,000 CY

Dredging Long Point Bayou Site

- Mile 9.0 to Mile 15.2

0004AA First 725,000 CY 725,000 CY

0004AB All Over 725,000 CY 725,000 CY

0005 Dredging – Devil’s Elbow

0005AA First 450,000 CY 450,000 CY

0005AB All Over 450,000 CY 270,000 CY

0006 Dike Construction - CDF 12B 1 JOB

0007 Dike Construction - CDF 13 1 JOB

0008 Dike Construction - CDF 15 1 JOB

0009 Dike Construction - CDF 17 1 JOB

0010 Dike Construction - CDF 22 1 JOB

0011 Dike Construction - CDF E 1 JOB

0012 Dike Construction - CDF H 1 JOB

0013 Dike Construction - CDF M 1 JOB

0014 LPB - Dike Construction 28,300 LF

0015 Settlement Plates 14 EA

TOTAL BASE WORK: $

Bid Schedule 1 00010 -3 Ed 22-036

OPTIONAL WORK

Bird Nesting Prevention and Avoidance Measures - OW 110 DAY

Additional Mobilization and Demobilization - OW" 1 JOB

Dredging – BUDMAT Site – Mile

6.0 to Mile 9.0 - OW

0018AA First 535,000 CY 535,000 CY

0018AB All Over 535,000 CY 535,000 CY

BUDMAT Weir Construction -

OW 6,600 LF

0020 BUDMAT Staging Areas - OW 1 JOB

0021 Ditching/Draining CDF 3 - OW 13,800 LF

0022 Ditching/Draining CDF 8 - OW 22,000 LF

0023 Ditching/Draining CDF 9 - OW 20,050 LF

0024 Ditching/Draining CDF 10 - OW 15,000 LF

0025 Ditching/Draining CDF 11 - OW 16,800 LF

Ditching/Draining CDF 12B -

OW 25,430 LF

0027 Ditching/Draining CDF 13 - OW 32,940 LF

0028 Ditching/Draining CDF 15 - OW 16,340 LF

0029 Ditching/Draining CDF 17 - OW 21,050 LF

0030 Ditching/Draining CDF 22 - OW 15,300 LF

TOTAL OPTIONAL WORK $

TOTAL BASE WORK + TOTAL OPTIONAL WORK $

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

NOTE 1: Only one of the three Bid Schedules will be awarded. The low bidder for each Schedule shall be based on the TOTAL BASE WORK + TOTAL OPTIONAL WORK price for column “Estimated Amount” on each Bid Schedule. Bid Schedules will be evaluated in the following order: Bid Schedule 1, Bid Schedule 2, or Bid Schedule 3. The intent of the Government is to award “Bid Schedule 1.” Due to limited availability of funds, final selection of the Bidding Schedule to be awarded by the Government will be based on the Long Pointe Bayou (LPB) and BUDMAT prices as detailed in the Schedule Calculation and Evaluation Criteria Addendum.

NOTE 2: Bidders must bid on all three Bidding Schedules. If the bidder omits both the unit price and the extended amounts for any of the items in the Base Work or Optional Work on any of the Bid Schedules, then the bid will be declared non-responsive. If the

00010-4 Ed 22-036 bidder omits either of the Bidding Schedules, then the bid will also be declared non- responsive.

NOTE 3: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED TOTAL OR

ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL BE DECLARED NON-RESPONSIVE

AND THEREFORE INELIGIBLE FOR AWARD.

NOTE 4: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2, Rejection of Individual Bids).

NOTE 5: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 6: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.as px

NOTE 7: OPTIONAL WORK ITEMS. The Government may require the delivery of the numbered line item(s), identified in the schedule as Optional Work Items, in the quantities and prices stated in the schedule. The Contracting Officer may exercise the Optional Work Items by written notice to the Contractor. Bidders shall bid on all items including Optional Work items (see “Evaluation of Options” FAR 52.217-5). Failure to bid on all items will result in a non-responsive bid.

NOTE 8: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement. Evaluation of options will not obligate the Government to exercise the option(s). ** If an option is to be exercised at the time of contract award FAR17.208 shall be used in place of FAR 52.217-5.

00010-5 Ed 22-036

NOTE 9: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF OPTIONAL

WORK. In the event that Optional Work items are exercised under the terms of the contract, the time required for completion of the contract shall be 325 calendar days in addition to the original contract duration of 305 calendar days established for the Bid Schedule 1 - Base Work items specified in the Contract Clause entitled “COMMENCEMENT, PROSECUTION, AND

COMPLETION OF WORK (FAR 52-211-10 – APR 1984)”.

00010-6 Ed 22-036

EVALUATION OF SUBLINE ITEMS (Dec 2019 - AFARS 5152.211-9000).

Item Nos. 0003, 0004, 0005, and 0018 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subline items.

VARIATIONS IN ESTIMATED QUANTITIES - SUBLINE ITEMS (Dec 2019) - AFARS 5152.211-9001).

This variation in estimated quantities clause is applicable only to item 0003, 0004, 0005, and 0018.

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent subline item or elimination of all work under such a second or subsequent subline item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for item Nos. 0003, 0004, 0005, and 0018 is less than 85% of the quantity of the first subline item listed under such item, the contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause at Federal Acquisition Regulation (FAR) 52.211-18, VARIATION IN ESTIMATED QUANTITY.

(c) If the actual quantity of work performed under item Nos. 0003, 0004, 0005, and 0018 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of the work performed under the second subline item or any subsequent subline item under item Nos. NONE exceeds 115% or is less than 85% of the estimated quantity of any such subline item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, VARIATION IN ESTIMATED

QUANTITY.

00010-7 Ed 22-036

Schedule Calculation and Evaluation Criteria Addendum

A. Background Information. The final selection of the Bid Schedule to be awarded be determined by both the funding available (“Budget”) for disposals at Long Point Bayou (LPB) and MUDMAT sites and the prices bid for the LPB and BUDMAT disposal sites. Due to the separate funding streams and requirements for LPB and BUDMAT disposals, the incremental value between those disposals and the Federal Standard must be calculated to determine which Bid Schedule will be selected so that the Government can maximize the funds available.

B. Calculation Required. The Delta is defined as the increment from the Federal Standard defined by Bid Schedule 3 for the matching activity. The Federal Standard does not incorporate beneficial use and all material goes into CDFs. The LPB Price and BUDMAT Price will be defined as follows:

For Bid Schedule 1:

LPB Price = Delta of Dredging Mile 9.0 to Mile 15.2 + CLIN 0014 Bid Schedule 1 + CLIN 0015 Bid Schedule 1 + Delta of Mobilization and Demobilization

Delta of Dredging Mile 9.0 to Mile 15.2 = CLIN 0004 Bid Schedule 1 – CLIN 0003 on Bid Schedule 3

Delta of Mobilization and Demobilization = CLIN 0001 Bid Schedule 1 – CLIN 001 Bid Schedule 3

BUDMAT Price = Delta of Dredging Mile 6.0 to Mile 9.0 + CLIN 0019 + CLIN 0020 + Delta of Additional Mobilization and Demobilization

Delta of Dredging Mile 6.0 to Mile 9.0 = CLIN 0017 Bid Schedule 1 – CLIN 0016 Bid Schedule 1

Delta of Additional Mobilization and Demobilization = CLIN 0001 Bid Schedule 1 – CLIN 001 Bid Schedule 3

For Bid Schedule 2:

LPB Price = Delta of Dredging Mile 9.0 to Mile 15.2 + CLIN 0014 Bid Schedule 2 + CLIN 0015 Bid Schedule 2 + Delta of Demobilization and Demobilization

Delta of Dredging Mile 9.0 to Mile 15.2 = CLIN 0004 Bid Schedule 2 – CLIN 0003 on Bid Schedule 3

Delta of Demobilization and Demobilization = CLIN 0001 Bid Schedule 2 – CLIN 001 Bid Schedule 3

C. Steps to Determine which Bid Schedule to recommend for Award.

Step 1: Compare LPB Price of apparent low bidder for Bid Schedule 1 to the LPB Budget.

If:

1) LPB Price > LPB Budget; proceed to Step 3—Review of Bid Schedule 2.

2) LPB Price < LPB Budget; proceed to Step 2—Compare BUDMAT Price with BUDMAT Budget.

Step 2: Compare BUDMAT Price of apparent low bidder for Bid Schedule 1 to the BUDMAT Budget. If:

1) BUDMAT Price > BUDMAT Budget; proceed to review of Bid Schedule 2.

2) BUDMAT Price < BUDMAT Budget; Recommend to award Bid Schedule 1

Step 3: Compare LPB Price of apparent low bidder for Bid Schedule 2 to LPB Budget. If:

1) LPB Price > LPB Budget; Recommend to award Bid Schedule 3

2) LPB Price < LPB Budget; Recommend to award Bid Schedule 2

SECTION 00010 – BIDDING SCHEDULE 2

Calcasieu and Cameron Parishes, LA

Item DESCRIPTION Estimated Quantity

Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

0003 Dredging - Mile 15.2 to Mile 17.0

0003AA First 400,000 CY 400,000 CY

0003AB All Over 400,000 CY 330,000 CY

Dredging Long Point Bayou Site

- Mile 9.0 to Mile 15.2

0004AA First 725,000 CY 725,000 CY

0004AB All Over 725,000 CY 725,000 CY

0005 Dredging – Devil’s Elbow

0005AA First 450,000 CY 450,000 CY

0005AB All Over 450,000 CY 270,000 CY

0006 Dike Construction - CDF 12B 1 JOB

0007 Dike Construction - CDF 13 1 JOB

0008 Dike Construction - CDF 15 1 JOB

0009 Dike Construction - CDF 17 1 JOB

0010 Dike Construction - CDF 22 1 JOB

0011 Dike Construction - CDF E 1 JOB

0012 Dike Construction - CDF H 1 JOB

0013 Dike Construction - CDF M 1 JOB

0014 LPB - Dike Construction 28,300 LF

0015 Settlement Plates 14 EA

Bid Schedule 2 00010-3 Ed 22-036

Demobilization - OW 1 JOB

Dredging – Mile 6.0 to Mile 9.0 -

OW

0018AA First 535,000 CY 535,000 CY

0018AB All Over 535,000 CY 535,000 CY

Dike Construction – Mile 6.0 to Mile

9.0 - OW 1 JOB

0020 Ditching/Draining CDF 3 - OW 13,800 LF

0021 Ditching/Draining CDF 8 - OW 22,000 LF

0022 Ditching/Draining CDF 9 - OW 20,050 LF

0023 Ditching/Draining CDF 10 - OW 15,000 LF

0024 Ditching/Draining CDF 11 - OW 16,800 LF

0026 Ditching/Draining CDF 13 - OW 32,940 LF

0027 Ditching/Draining CDF 15 - OW 16,340 LF

0028 Ditching/Draining CDF 17 - OW 21,050 LF

0029 Ditching/Draining CDF 22 - OW 15,300 LF

TOTAL OPTIONAL WORK $

TOTAL BASE WORK + TOTAL OPTIONAL WORK $

“Estimated Amount” on each Bid Schedule. Bid Schedules will be evaluated in the following order: Bid Schedule 1, Bid Schedule 2, or Bid Schedule 3. The intent of the Government is to award “Bid Schedule 1.” Due to limited availability of funds, final selection of the Bidding

Bid Schedules, then the bid will be declared non-responsive. If the bidder omits either of the Bidding Schedules, then the bid will also be declared non- responsive.

price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED TOTAL OR

12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, prices stated in the schedule. The Contracting Officer may exercise the Optional Work Items by written notice to the Contractor. Bidders shall bid on all items including Optional Work items

Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement. Evaluation of options will not obligate the Government to time required for completion of the contract shall be 325 calendar days in addition to the original contract duration of 285 calendar days established for the Bid Schedule 2 - Base Work items

Item Nos. 0003, 0004, 0005, and 0018 are subdivided into two or more estimated

This variation in estimated quantities clause is applicable only to item Nos. 0003, 0004, 0005, and 0018.

(a) Variation from the estimated quantity in the actual work performed under any

(b) Where the actual quantity of work performed for item Nos. 0003, 0004, 0005, and 0018 is less than 85% of the quantity of the first subline item listed under such item, the contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable

(c) If the actual quantity of work performed under item Nos. Nos. 0003, 0004, 0005, and 0018 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of the work performed under the second subline item or any subsequent subline item under item Nos.

NONE exceeds 115% or is less than 85% of the estimated quantity of any such subline item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, VARIATION IN

ESTIMATED QUANTITY.

Schedule Calculation and Evaluation Criteria Addendum

A. Background Information. The final selection of the Bid Schedule to be awarded be determined by both the funding available (“Budget”) for disposals at Long Point Bayou (LPB) and MUDMAT sites and the prices bid for the LPB and BUDMAT disposal sites. Due to the separate funding streams and requirements for LPB and BUDMAT disposals, the incremental value between those disposals and the Federal Standard must be calculated to determine which Bid Schedule will be selected so that the Government can maximize the funds available.

B. Calculation Required. The Delta is defined as the increment from the Federal Standard defined by Bid Schedule 3 for the matching activity. The Federal Standard does not incorporate beneficial use and all material goes into CDFs. The LPB Price and BUDMAT Price will be defined as follows:

LPB Price = Delta of Dredging Mile 9.0 to Mile 15.2 + CLIN 0014 Bid Schedule 1 + CLIN 0015 Bid Schedule 1 + Delta of Mobilization and Demobilization

Delta of Dredging Mile 9.0 to Mile 15.2 = CLIN 0004 Bid Schedule 1 – CLIN 0003 on Bid Schedule 3

Delta of Mobilization and Demobilization = CLIN 0001 Bid Schedule 1 – CLIN 001 Bid Schedule 3

BUDMAT Price = Delta of Dredging Mile 6.0 to Mile 9.0 + CLIN 0019 + CLIN 0020 + Delta of Additional Mobilization and Demobilization

Delta of Dredging Mile 6.0 to Mile 9.0 = CLIN 0017 Bid Schedule 1 – CLIN 0016 Bid Schedule 1

Delta of Additional Mobilization and Demobilization = CLIN 0001 Bid Schedule 1 – CLIN 001 Bid

LPB Price = Delta of Dredging Mile 9.0 to Mile 15.2 + CLIN 0014 Bid Schedule 2 + CLIN 0015 Bid Schedule 2 + Delta of Demobilization and Demobilization

Delta of Dredging Mile 9.0 to Mile 15.2 = CLIN 0004 Bid Schedule 2 – CLIN 0003 on Bid Schedule 3

Delta of Demobilization and Demobilization = CLIN 0001 Bid Schedule 2 – CLIN 001 Bid Schedule 3

Step 1: Compare LPB Price of apparent low bidder for Bid Schedule 1 to the LPB Budget.

If:

1) LPB Price > LPB Budget; proceed to Step 3—Review of Bid Schedule 2.

2) LPB Price < LPB Budget; proceed to Step 2—Compare BUDMAT Price with BUDMAT Budget.

Step 2: Compare BUDMAT Price of apparent low bidder for Bid Schedule 1 to the BUDMAT Budget. If:

1) BUDMAT Price > BUDMAT Budget; proceed to review of Bid Schedule 2.

2) BUDMAT Price < BUDMAT Budget; Recommend to award Bid Schedule 1

Step 3: Compare LPB Price of apparent low bidder for Bid Schedule 2 to LPB Budget. If:

1) LPB cost > Budget; proceed to review of Bid Schedule 2.

2) LPB cost < Budget; proceed to compare BUDMAT cost with Budget.

Compare BUDMAT cost against apparent low bidder for Bid Schedule 1 to verify total is within budget. If:

1) BUDMAT cost > Budget; proceed to review of Bid Schedule 2.

2) BUDMAT cost < Budget; Recommend Bid Schedule 1

Compare LPB cost against apparent low bidder for Bid Schedule 2 to verify total is within budget. If:

1) LPB cost > Budget; Recommend Bid Schedule 3

2) LPB cost < Budget; Recommend Bid Schedule 2

SECTION 00010 – BIDDING SCHEDULE 3

Calcasieu and Cameron Parishes, LA

Item DESCRIPTION Estimated Quantity

Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

0003 Dredging - Mile 9.0 to Mile 15.2

0003AA First 725,000 CY 725,000 CY

0003AB All Over 725,000 CY 725,000 CY

0004 Dredging - Mile 15.2 to Mile 17.0

0004AA First 400,000 CY 400,000 CY

0004AB All Over 400,000 CY 330,000 CY

0005 Dredging – Devil’s Elbow

0005AA First 450,000 CY 450,000 CY

0005AB All Over 850,000 CY 270,000 CY

0006 Dike Construction - CDF 12B 1 JOB

0007 Dike Construction - CDF 13 1

JOB

0008 Dike Construction - CDF 15 1

JOB

0009 Dike Construction - CDF 17 1

JOB

0010 Dike Construction - CDF 22 1

JOB

0011 Dike Construction - CDF E 1

JOB

0012 Dike Construction - CDF H 1

JOB

0013 Dike Construction - CDF M 1

JOB

Bid Schedule 3 00010-3 Ed 22-036

Demobilization - OW 1 JOB

Dredging – Mile 6.0 to Mile 9.0 –

OW

0016AA First 535,000 CY 535,000 CY

0016AB All Over 535,000 CY 535,000 CY

Dike Construction – Mile 6.0 to Mile

9.0 - OW 1 JOB

0018 Ditching/Draining CDF 3 - OW 13,800 LF

0019 Ditching/Draining CDF 8 - OW 22,000 LF

0020 Ditching/Draining CDF 9 - OW 20,050 LF

0021 Ditching/Draining CDF 10 - OW 15,000 LF

0022 Ditching/Draining CDF 11 - OW 16,800 LF

0024 Ditching/Draining CDF 13 - OW 32,940 LF

0025 Ditching/Draining CDF 15 - OW 16,340 LF

0026 Ditching/Draining CDF 17 - OW 21,050 LF

0027 Ditching/Draining CDF 22 - OW 15,300 LF

TOTAL OPTIONAL WORK $

TOTAL BASE WORK + TOTAL OPTIONAL WORK $

“Estimated Amount” on each Bid Schedule. Bid Schedules will be evaluated in the following order: Bid Schedule 1, Bid Schedule 2, or Bid Schedule 3. The intent of the Government is to award “Bid Schedule 1.” Due to limited availability of funds, final selection of the Bidding

Bid Schedules, then the bid will be declared non-responsive. If the bidder omits either of the Bidding Schedules, then the bid will also be declared non- responsive.

price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED TOTAL OR

12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, prices stated in the schedule. The Contracting Officer may exercise the Optional Work Items by written notice to the Contractor. Bidders shall bid on all items including Optional Work items

Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement. Evaluation of options will not obligate the Government to time required for completion of the contract shall be 325 calendar days in addition to the original contract duration of 295 calendar days established for the Bid Schedule 1 - Base Work items

Item Nos. 0003, 0004, 0005, and 0016 are subdivided into two or more estimated

This variation in estimated quantities clause is applicable only to item Nos. 0003, 0004, 0005, and 0016.

(b) Variation from the estimated quantity in the actual work performed under any

(c) Where the actual quantity of work performed for item Nos. 0003, 0004, 0005, and 0016 is less than 85% of the quantity of the first subline item listed under such item, the contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable

(d) If the actual quantity of work performed under item Nos. Nos. 0003, 0004, 0005, and 0016 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of the work performed under the second subline item or any subsequent subline item under item Nos.

NONE exceeds 115% or is less than 85% of the estimated quantity of any such subline item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, VARIATION IN

ESTIMATED QUANTITY.

00010-7 Ed 22-036

Schedule Calculation and Evaluation Criteria Addendum

A. Background Information. The final selection of the Bid Schedule to be awarded be determined by both the funding available (“Budget”) for disposals at Long Point Bayou (LPB) and MUDMAT sites and the prices bid for the LPB and BUDMAT disposal sites.

Due to the separate funding streams and requirements for LPB and BUDMAT disposals, the incremental value between those disposals and the Federal Standard must be calculated to determine which Bid Schedule will be selected so that the Government can maximize the funds available.

B. Calculation Required. The Delta is defined as the increment from the Federal Standard defined by Bid Schedule 3 for the matching activity. The Federal Standard does not incorporate beneficial use and all material goes into CDFs. The LPB Price and BUDMAT Price will be defined as follows:

LPB Price = Delta of Dredging Mile 9.0 to Mile 15.2 + CLIN 0014 Bid Schedule 1 + CLIN 0015 Bid Schedule 1 + Delta of Mobilization and Demobilization

Delta of Dredging Mile 9.0 to Mile 15.2 = CLIN 0004 Bid Schedule 1 – CLIN 0003 on Bid

Delta of Mobilization and Demobilization = CLIN 0001 Bid Schedule 1 – CLIN 001 Bid Schedule 3

BUDMAT Price = Delta of Dredging Mile 6.0 to Mile 9.0 + CLIN 0019 + CLIN 0020 + Delta of Additional Mobilization and Demobilization

Delta of Dredging Mile 6.0 to Mile 9.0 = CLIN 0017 Bid Schedule 1 – CLIN 0016 Bid Schedule 1

Delta of Additional Mobilization and Demobilization = CLIN 0001 Bid Schedule 1 – CLIN 001 Bid Schedule 3

LPB Price = Delta of Dredging Mile 9.0 to Mile 15.2 + CLIN 0014 Bid Schedule 2 + CLIN 0015 Bid Schedule 2 + Delta of Demobilization and Demobilization

Delta of Dredging Mile 9.0 to Mile 15.2 = CLIN 0004 Bid Schedule 2 – CLIN 0003 on Bid

Delta of Demobilization and Demobilization = CLIN 0001 Bid Schedule 2 – CLIN 001 Bid

Step 1: Compare LPB Price of apparent low bidder for Bid Schedule 1 to the LPB Budget. If:

1) LPB Price > LPB Budget; proceed to Step 3—Review of Bid Schedule 2.

2) LPB Price < LPB Budget; proceed to Step 2—Compare BUDMAT Price with BUDMAT Budget.

Step 2: Compare BUDMAT Price of apparent low bidder for Bid Schedule 1 to the BUDMAT Budget. If:

3) BUDMAT Price > BUDMAT Budget; proceed to review of Bid Schedule

2.

4) BUDMAT Price < BUDMAT Budget; Recommend to award Bid Schedule 1

Step 3: Compare LPB Price of apparent low bidder for Bid Schedule 2 to LPB Budget. If:

1) LPB cost > Budget; proceed to review of Bid Schedule 2.

2) LPB cost < Budget; proceed to compare BUDMAT cost with

Budget.

Compare BUDMAT cost against apparent low bidder for Bid Schedule 1 to verify total is within budget. If:

3) BUDMAT cost > Budget; proceed to review of Bid Schedule 2.

4) BUDMAT cost < Budget; Recommend Bid Schedule 1

Compare LPB cost against apparent low bidder for Bid Schedule 2 to verify total is within budget. If:

3) LPB cost > Budget; Recommend Bid Schedule 3

4) LPB cost < Budget; Recommend Bid Schedule 2

(End of Summary of Changes)

MAX. MAXIMUM

APPROXIMATE

VERTICAL

STATION

* UNLESS OTHERWISE NOTED ON EACH SHEET

EL.

FT

ELEVATION

EXIST. EXISTING

V

H HORIZONTAL

STA.

FEET

N.T.S. NOT TO SCALE

FT

GENERAL NOTES:

C/L CENTERLINE

BASELINEB/L

BOTTOM EDGE OF CUT

SF SQUARE FEET

(+/-) APPROXIMATE

AC ACRE

:1

APPROX.

LF LINEAR FEET

ABBREVIATIONS

GENERAL LEGEND

* UNLESS OTHERWISE NOTED ON EACH SHEET

B.E.C.

P.C.

P.I.

P.T.

POINT OF INTERSECTION

POINT OF CURVATURE

POINT OF TANGENCYDRAWINGDWG

D.O.C. DEGREE OF CURVATURE

POINT OF BEGINNINGP.O.B

P.O.E POINT OF END

GB GREEN BEACON

RB RED BEACON

CHANNEL CENTERLINE

BOTTOM EDGE OF CUT (B.E.C.)

CDF CONFINED DISPOSAL FACILITY

TANGENT LINE

P…